Instabilities in imperfect thick cones subjected to axial compression and external pressure
The paper presents results of a numerical study into the buckling resistance of geometrically imperfect mild steel cones subjected to: (a) axial compression only, (b) lateral external pressure only, and (c) axial compression and external pressure acting simultaneously. Initial geometric imperfectio...
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| Main Authors: | , |
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| Format: | Article |
| Published: |
Elsevier
2013
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| Subjects: | |
| Online Access: | http://eprints.utem.edu.my/id/eprint/11826/ |
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